6406 HIGHLAND DR 2019 Plans 2022-11-21

ill N."... • 01111111 USE A BEAD OF GE XST EXTREME PROVIDE FLASHING /DRIP SIR/ S ,� '- ` ;1: PA/NTABLE SILICONE II OR EQUAL ABODE ALA Do0RS AND {7NDo N ,' AROUND WINDOW AND DOORS, MIN. 31/2 TR/M AROUND DOORS AND ONDOirS f II TRIMS AT ALL LOCATIONS ALLOWABLE BUILDING HEIGHT ASPHALT SHINGLES PROVIDE: • - - - - ALLOWABLE BUILDING HEIGHT 457.5' 1. 15/32" APA RATED PLYWOOD OR 7/16" OSB APA RATED , .-' SHEATHING; �� 2. USE CLASS "B" OR BETTER MATERIAL; 3. STORE PRODUCT FLAT; 4. DO NOT INSTALL ON WET SURFACES; • 5. PROVIDE NON-PERFORATES 30# ASPHALT SATURATED FELT • - - - UPPER FL T PL. ELEV. ON SHEATHING; rn / UPPER FL T/PL. ELEV. -- 6. USE CORROSION RESISTANT FASTENER MUST BE LONG y� — — Q c�i < -: - 3 '44 ti ENOUGH TO PENETRATE AT LLEAST 3/4:INTO SHEATHING. >" o UPPER FL T/PL. ELEV. Ilt N HARDIE PLANK HARDIE PLANK >- N O ELEVATION NOTES — Q a / o —.. . o o Q o o _ _ O 2X8 BAND 1.ALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE o o < cd EGRESS FLASHED AT THE HEAD WITH MIN.#26 CAUSE 2X8 BAND o CORROSION-RESISTANT METAL BUILDING PAPER TO BE SIDING-\ � — cZi LAPPED OVER HEAD FLASHING, TYP. USE "MOISTSTOP E-Z �, - —- m • SEAL" AT PERIMITER OF DOOR AND WINDOW OPENINGS 2X4 CORNER-\ o _i o TRIM m UPPER FLOOR ELEV. INSTALL PER MANIFACTIRERS RECOMENDATIONS AND IN o , UPPER FLOOR ELEV. - - ACCORDANCE WITH IRC; v• \ - - _ ; = _ - - - at GARAGE T/PL. ELEV. 2. FLASHING AND COUNTER FLASHING TO BE MIN. 26CAUCE 6,8 a OF CORROSION-RESISTANT METAL, AND SHALL BE '`� - - F...- INSTALLED IN COMPLIANCE WITH IRC; / A09 ▪ co 3. FLASH AS INDICATED AND REQUIRED. FLASH ALL ROOF o N PENETRATIONS; SG. N 4. ALL ROOF VALLEY FLASHING, STEP FLASHING, WALL O ROOF FLASHING SHALL BE GAKVANIZED OR 160Z COPPER. °O No COPPER FLASHING SHALL BE IN CONTACT WITH OTHER S.C. METAL. IF CONTACT CAN NOT BE AVOIDED USE - PERM-A-BARRIER AS AN ISOLATOR PROVIDE FLASHING S.G. WITH DRIP STRIPS ABOVE ALL WINDOWS AND DOORS; . — — — — — — GARAGE SLAB ELEV. GARAGE SLAB ELEV. ` \ •\ \ GARAGE SLAB ELEV. SG. AVERAGE— GRADE 433.5' \ `•. \--AVERAGE GRADE ELEV. L. L J L i ``� J 48"X48"X12" CONC. PAD (Y w 00 . U N l CD 00 W / cy) SOUTH -WEST ELEVATION SOUTH- EAST ELEVATION 0 Q scale 1/4" _ 1,_0„ (� —I Q scale 1/4" _ 1 -0�� w = , r� 0 N' = F-- w J 0w ASSEMBLIES m c0 Li ALLOWABLE BUILDING HEIGHT 457.5' ,` ROOF CONSTRUCTION: V) •.. *COMPOSITION SHINGLES INSTALL PER MFR'S SPESIFICATIONS; f-- *30# BUILDER'S FELT; * 3/4" SHEATHING ACTUAL BUILDING HEIGHT * 16" 560 TJI ® 1624ALL BOARD; — • — • — • —_-- •--_� 1 * VAPOR BARRIER- PVA PRIMER; • * INSULATION PER SCHEDULE; UPPER FL T/PL. ELEV. * CARDBOARD BUFFLE AT ALL EAVES, RIDGES, AND WALL - - VENTS TO MAINTAIN 1 CLEAR AIR SPACE ROM ROOF - SHEATHING- SEE DETAILS. `/ - - - Ipoommi NE/ HARDIE PLANK • • S.G. WALL CONSTRUCT ION 111111111111111§11111* SIDING PER ELEVATIONS; 36" TALL GUARD <' S.G.O * 7# BUILDERS PAPER OR 60 MIN. PAPER; cc. * 2X6 WALL STUDS AT 24"o.C. AT EXTERIOR U.N.O.; MI2X8 BAND `? z z I .\ * 2X4 WALL STUDS AT 16"O.C. AT INTERIOR U.N.O.; 1111rilliNtil, !� — N* O a� SOLID WALL SHEATHING AS PER SHEAR SCHEDULE; IIIIIIIII o \ I — a) * INSULATION PER SCHEDULE; O UPPER FLOOR ELEV. D \ * 1 2" GYPSUM WALL BOARD; MI ,, _� nill11415111 DECK FLOOR ELEV. o Q NGARAGE T/PL. ELEV. :._�` - - - - - - _ - _ _ _ _ - * PROVIDE 15# FELT ® CORNERS; I i I I i i i i iiiiiii t i i i i i i i i i i i-i i i i i 1 i i - - - - - ; * PVA PRIMER - ALL WALLS i_______ ' W CO N • ( - _ 1 W O FLOOR CONSTRUCT ION BEAM PER PLAN SIDING • - - , - * FINISHED FLOOR PER PLANS AND SPESIFICATIONS; P.T. 4X4POST ' ' �, _ * 3/4" TONGUE-AND-GROOVE PLYWOOD SUB-FLOOR GLUED W W oz. - AND NAILED; X (I) F-- * TJI JOISTS PER PLANS; Q S. I • INSULATION PER SCHEDULE ON SHEET A01 CL Q • GARAGE SLAB ELEV. — — — - - .7/ \ AVERAGE GRADE 433.5' — - - - - 1 —I I-1 r- \--I • SLAB ELEV. S3' ■, , •- - - - IIVE-s 1 0.. rL�7 rL-- � • • L I I I I I I __IL T_ 1 , J FEB 12 2020 2) • 4,6 A09 DECK NOTES p LIGHT INSTALLATION ALL EXTERIOR WINDOW AND DOOR OPENINGS CITY OF EVERETT Permit Services 003.8 EXTERIOR STAIR{IAY ILLUMINATTON. EXTERIOR STAIRS SHALL BE ALL WOOD MUST BE PRESSURE TREATED OR NATURALLY RESISTANT TO SHALL BE FLASHED AT THE HEAD WITH MIN. PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING DECLAY. TREAT All ENDS WITH END-CUT SOLUTTON.USE GROUND #26 GAUGE CORROSION-RESISTANT METAL FOR HARDIPLANK SIDING OF THE STAIRWAY CONTACT TREATED {WOOD. BUILDING PAPER TO BE LAPPED OVER HEAD ALL EXTERIOR STAIR MEMBER FASTFNERS,HANGERS,NA/LS, ECT., MUST BE STAINLESS STEEL, FLASHING, TYP. USE "MO/STOP E-Z SEAL" AT SHALL BE PRESSURE TREATED HOT-DIPPED GALVANIZED, OR AS SPECIF/CALL Y SPECIFIED WOOD PERIMETER OF DOOR AND WINDOW OPENINGS. BLIND NAIL WITH CORROSION RESISTANT (GALV. OR 2 019—21 —A D U {ITN WATER PROOFED SHEATHING PRESERVATTVE USED, THE COATING Ilf7GHTS FOR ZINC-COATED INSTALL PER MANUFACTURERS RECOMMENDATIONS STAINLESS STEEL) OR SCREWS ® MAX. 24"O.C. NAIL FASTENERS To BE IN ACCORDANCE Of ASTM A153. AND IN ACCORDANCE WITH IRC SO THAT NAILS HIT STUDS MAINTAIN 2" CLEARANCE RAILING SYSTEM TO BE DETERMINATE,ALL HANDRAILS AND GUARDS FLASHING AND COUNTER FLASHING TO BE MIN. FROM ROOFD, WATER PROOF DECK & ETC. PLACE • TO COMPLY{11TH IRC SECnON R312.1 AND IBC SECnON 160771FASTENER NO CLOSER THAN 3/4" AND NO FURTHER INCLUDING RES/S11NG A SINGLE CONCENTRATED LOAD OF 200 POUNDS 26 GAUGE OF CORROSION-RESISTANT METAL, THAN 2" FROM SIDES ENDS STORE UNDER COVER. APPLY IN ANY DIRECRON AT ANY POINT ALONG THE TOP, AND SHALL BE INSTALLED IN COMPLIANCE AND HEAVY ATTACHMENT DIMES AND SUPPORTING STRUCTURE ALLOW 1/8" GAP BETWEEN TRIM & SIDING. INSTALL • FLASH AS INDICATED AND REQUIRED. 1/4" THICK LATH, TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL FLASH NORTH-EAST ELEVATIONAS STARTER. LOCATE SPLICES AT ELEMENTS OF THE BUILDING ALL ROOF PENETRATTONS. NORTH-WEST ELEVATION LEAST ON STUD CAVITY AWAY FROM WINDOWS & • scale 1/4" = 1'-0" scale 1/4" = 1'-O" DOORS. PAINT WITH IN 180 DAYS OF INSTALLATION. ,, CITY OF EVERETT A08 REVIEWED FOR PERMIT